|
YOUTH
<br />ROOM
<br />123
<br />(E)
<br />STORAGE
<br />121
<br />6" 25 GA. MTL. STUD. @ 16" O.C. MAX;
<br />VERIFY STUD SIZE PER
<br />(1) LAYER 5/8" GYP. BD. FULL-HEIGHT OF WALL;
<br />SEE FOR FASTENING REQUIREMENTS
<br />ACOUSTIC BATT INSULATION FULL-DEPTH OF STUD
<br />20
<br />'
<br />
<br />-
<br />
<br />8
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />(
<br />E
<br />)
<br />
<br />-
<br />
<br />V
<br />.
<br />I
<br />.
<br />F
<br />.
<br />A5.1
<br />4
<br />A5.1
<br />5
<br />(1) LAYER 5/8" GYP. BD. FULL-HEIGHT OF WALL
<br />EXISTING ROOFING ASSEMBLY O/ PLYWD
<br />SHEATHING, TYP.
<br />6
<br />A5.1
<br />7
<br />A5.1
<br />EXISTING R-30 BATT INSULATION WITH SCRIM
<br />SHEET -MODIFY & RE-ATTACH AT NEW
<br />PARTITION AS RQ'D.
<br />NEW WALL BASE TO MATCH EXISTING
<br />ADJACENT, BOTH SIDES OF WALL
<br />EXISTING LUXURY VINYL FLOORING -VERIFY
<br />EXISTING CONC. SLAB
<br />EXISTING WD ROOF FRAMING, TYP.
<br />1. ALL METAL STUDS USED SHALL BE PER ICC-ESR-3064P.
<br />2. ALL BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE AS REQUIRED BY
<br />MANUFACTURER UNLESS NOTED OTHERWISE ON THE DRAWINGS.
<br />3. ALL STUDS SHALL CONFORM TO ICC-ESR-3064P.
<br />4. UNLESS OTHERWISE NOTED ON PLANS, SEE FOLLOWING GUIDELINE FOR STUD SIZE &
<br />SPACING FOR INTERIOR PARTITIONS (DRYWALL FINISH ON BOTH SIDES).
<br />5. TOP WIDE FLANGE SLIP TRACK ATTACHED TO STRUCTURE SHALL BE PER SCHEDULE
<br />BELOW.
<br />6. PROVIDE NO. 6 TYPE 'S' DRYWALL SCREWS SPACED @ 12" O.C. FOR STUDS @ 24"
<br />SPACING, & 16" O.C. FOR STUDS @ 12" & 16" SPACING.
<br />7. PROVIDE 16 GA. SLIP TRACK PER SLIP TRACK DETAIL.
<br />COMPOSITE LIMITING HEIGHTS, DEFLECTION LIMIT L/120, 5 PSF
<br />SIZE
<br />600S125-33
<br />SPACING
<br />16"
<br />HEIGHT
<br />32' -1"
<br />SPACING
<br />24"
<br />HEIGHT
<br />27' -10"
<br />NOTE:
<br />FASTENER PENETRATION: WOOD
<br />PENETRATION SHALL BE LONG ENOUGH TO PENETRATE INTO WOOD FRAMING MEMBERS NOT
<br />LESS THAN:
<br />• SCREWS -5/8"
<br />• NAILS -3/4"
<br />FASTENER PENETRATION: STEEL
<br />• SCREWS INTO METAL MEMBERS NOT LESS THAN 3/8"
<br />GYP. BD.
<br />THICKNESS
<br />5/8"
<br />5/8"
<br />5/8"
<br />5/8"
<br />5/8"
<br />ERECTION OF
<br />FRAMING
<br />HORIZONTAL
<br />VERTICAL
<br />HORIZONTAL
<br />VERTICAL
<br />HORIZONTAL
<br />MAX. FRAMING
<br />SPACING
<br />24" O.C.
<br />16" O.C.
<br />16" O.C.
<br />24" O.C.
<br />24" O.C.
<br />MAX. NAIL
<br />SPACING
<br />8" O.C.
<br />8" O.C.
<br />7" O.C.
<br />7" O.C.
<br />8" O.C.
<br />MAX. SCREW
<br />SPACING
<br />12" O.C.
<br />16" O.C.
<br />12" O.C.
<br />12" O.C.
<br />12" O.C.
<br />TYPE SCREWS
<br />TYPE 'S' SCREWS
<br />TYPE 'S-12' SCREWS
<br />TYPE 'W' SCREWS
<br />ATTACHMENT APPLICATION
<br />GYP. TO LIGHT-GA. STL. FRAMING (NON-LOAD BEARING)
<br />GYP. TO HEAVY-GA. STIL. FRAMING (STRUCTURAL)
<br />GYP. TO WOOD FRAMING
<br />SCREW TYPE & APPLICATION TABLE
<br />FASTENER SPACING - (1) LAYER GYP. BD.
<br />2"
<br />1/2"1/2"
<br />(1) LAYER 5/8"
<br />GYP.BD. EA. SIDE
<br />MTL. STUD WALL PER
<br />PLAN W/ BATT INSUL.
<br />MTL. BOX BEAM @
<br />HEAD
<br />PROVIDE SEALANT
<br />@ BOTH SIDES, TYP.
<br />PAINTED H.M. FRAME
<br />JAMB BEYOND
<br />S.C.W. DOOR WITH WD
<br />VNR FINISH
<br />2"
<br />1/
<br />2
<br />"
<br />1/
<br />2
<br />"
<br />(1) LAYER 5/8" GYP.BD.
<br />BOTH SIDES
<br />MTL. STUD WALL PER
<br />PLAN W/ BATT INSUL.
<br />DBL. MTL. STUD
<br />PROVIDE SEALANT
<br />@ BOTH SIDES, TYP.
<br />PAINTED H.M. FRAME
<br />S.C.W. DOOR WITH WD
<br />VNR FINISH
<br />H.M. JAMB BEYOND
<br />BURKE FLOORING REDUCER
<br />TRANSITION STRIP AS RQ'D
<br />LUXURY VINYL TILE -VERIFY
<br />1
<br />2
<br />MAX. SLOPE
<br /> 1/
<br />4
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br />S.C.W. DOOR WITH WD
<br />VNR FINISH
<br />5/
<br />8
<br />"
<br />1
<br />1
<br />/
<br />4
<br />"
<br />5/
<br />8
<br />"
<br />2
<br />1
<br />/
<br />2
<br />"
<br />1"1/4"
<br />SIDE VIEW
<br />SECTION
<br />WIDTH VARIES
<br />STUD WALL
<br />ISOMETRIC
<br />1/
<br />2
<br />"
<br />1
<br />1
<br />/
<br />4
<br />"
<br />1
<br />1
<br />/
<br />4
<br />"
<br />DRYWALL SCREWS, TYP.
<br />#8 x 9/16" WAFERHEAD
<br />FRAMING SCREWS @ EA. STUD
<br />TO TRACK (16" O.C. MAX.), TYP.;
<br />ENGAGE SCREWS @ LEAST 3
<br />THREADS -DO NOT FULLY
<br />TIGHTEN SCREWS
<br />METAL STUD WALL
<br />SLOTTED TRACK
<br />STRUCTURE
<br />(2) #10 SMS SCREWS
<br />@ 16" O.C.
<br />2x WD. BLKG. TO
<br />MATCH PURLIN SIZE
<br />(E) INSULATION W/
<br />SCRIM
<br />(E) ROOF SHEATHING &
<br />FRAMING -VERIFY
<br />16 GA. MIN.
<br />SLOTTED TRACK
<br />#8 WAFERHEAD
<br />SCREW EA. SIDE
<br />WALL PER PLAN W/
<br />ACOUS. INSUL. FULL
<br />DEPTH OF STUD, WHERE
<br />OCCURS
<br />5/8" GYP.BD. EA. SIDE
<br />(2) #10 SCREWS
<br />PER MEMBER
<br />A5.1
<br />3
<br />EXTEND WALL FRAMING,
<br />FINISH AND INSULATION TO
<br />B.O. ROOF DECKING
<br />1
<br />1
<br />/
<br />2
<br />"
<br />(E) PLYWD. ROOF SHEATHING
<br />(2) 2x WD. BLKG. TO
<br />MATCH PURLIN SIZE
<br />(E) INSULATION W/ SCRIM
<br />(E) PURLIN FRAMING
<br />16 GA. MIN.
<br />SLOTTED TRACK
<br />#8 WAFERHEAD
<br />SCREW EA. SIDE
<br />WALL PER PLAN W/ ACOUS.
<br />INSUL. FULL DEPTH OF
<br />STUD, WHERE OCCURS
<br />5/8" GYP.BD. EA. SIDE
<br />(2) #10 SCREWS
<br />PER MEMBER
<br />MI
<br />N
<br />.
<br />1/
<br />2
<br />"
<br />A5.1
<br />3
<br />1
<br />1
<br />/
<br />2
<br />"
<br />PARALLEL
<br />PERPENDICULAR
<br />(E) CONC. SLAB
<br />FLOORING PER FIN. SCHED.
<br />SEALANT EA. SIDE
<br />WALL BASE PER FIN. SCHED.
<br />HILTI X-U UNIVERSAL
<br />POWER-DRIVEN FASTENER
<br />W/ 1" MIN. EMBED @ 16" O.C.
<br />(ICC #ESR 2269)
<br />MTL. STUD PER PLAN W/
<br />ACOUS. BATT INSUL. FULL
<br />DEPTH OF STUD, U.N.O.
<br />(1) LAYER 5/8" GYP.
<br />BD. EA. SIDE
<br />82
<br />A5.1
<br />+/
<br />-
<br />
<br />2
<br />0
<br />'
<br />
<br />-
<br />
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<br />
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<br />E
<br />)
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<br />I
<br />.
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<br />.
<br />8.01
<br />5.019.01
<br />9.02
<br />8
<br />A5.1
<br />10
<br />A5.1
<br />9
<br />A5.1
<br />23.02
<br />ASSISTIVE
<br />LISTENING
<br />SYSTEMS
<br />AVAILABLE
<br />R 1/2" TYP.
<br />NOTES:
<br />1. MIN. 1" LETTERS & NUMBERS WITH CONTRASTING BACKGROUND.
<br />2. LOCATE SIGN IN VISIBLE LOCATION OR AS DETERMINED BY THE FIRE MARSHAL.
<br />3. MOUNT AT HEIGHT PER
<br />0'
<br />
<br />-
<br />
<br />6
<br />"
<br />1' - 0"
<br />14
<br />A5.1
<br />MAXIMUM
<br />OCCUPANCY
<br />XX PERSONS
<br />R 1/2" TYP.
<br />NOTES:
<br />1. MIN. 1" LETTERS & NUMBERS WITH CONTRASTING BACKGROUND.
<br />2. LOCATE SIGN IN VISIBLE LOCATION OR AS DETERMINED BY THE FIRE MARSHAL.
<br />3. MOUNT AT HEIGHT PER
<br />0'
<br />
<br />-
<br />
<br />6
<br />"
<br />14
<br />A5.1
<br />SEE SIGNAGE NOTES, FOR MORE INFO.
<br />SIGNS SHALL BE MOUNTED AT LATCH SIDE OF DOOR PER
<br />EXIT
<br />R 1/2" , TYP.
<br />6"
<br />4"
<br />BRAILLE TEXT, TYP.
<br />RAISED TACTILE TEXT, TYP.
<br />WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS & SPACES, RAISED LETTERS
<br />SHALL ALSO BE PROVIDED. THESE LETTERS SHALL BE SANS SERIF UPPERCASE SIZED PER
<br />11B-703.5, AND ACCOMPANIED BY GRADE 2 BRAILLE SIZED PER 11B-703.3.1.
<br />14
<br />A5.1
<br />15
<br />A5.1
<br />TYP.
<br />9"EQ EQ
<br />60
<br />"
<br />
<br />M
<br />A
<br />X
<br />
<br />A
<br />.
<br />F
<br />.
<br />F
<br />.
<br />
<br />T
<br />O
<br />
<br />H
<br />I
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<br />E
<br />S
<br />T
<br />
<br />C
<br />H
<br />A
<br />R
<br />A
<br />C
<br />T
<br />E
<br />R
<br />S
<br />48
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<br />.
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<br />O
<br />
<br />L
<br />O
<br />W
<br />E
<br />S
<br />T
<br />
<br />B
<br />R
<br />A
<br />I
<br />L
<br />L
<br />E
<br />F.F.
<br />48" MIN. A.F.F. OR GROUND
<br />SURFACE, MEASURED FROM
<br />BASELINE OF LOWEST LINE
<br />OF BRAILLE CELLS & 60" MAX.
<br />A.F.F. OR GROUND SURFACE,
<br />MEASURED FROM BASELINE
<br />OF HIGHEST LINE OF RAISED
<br />CHARACTERS PER 2019 C.B.C.
<br />11B-703.4.1
<br />58
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />-
<br />6
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<br />R
<br />O
<br />M
<br />
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<br />E
<br />N
<br />T
<br />E
<br />R
<br />
<br />O
<br />F
<br />
<br />S
<br />I
<br />G
<br />N
<br />
<br />TO
<br />
<br />F
<br />.
<br />F
<br />.
<br />
<br />P
<br />E
<br />R
<br />
<br />2
<br />0
<br />1
<br />9
<br />
<br />C
<br />.
<br />B
<br />.
<br />C
<br />.
<br />
<br />7
<br />0
<br />3
<br />.
<br />7
<br />.
<br />2
<br />.
<br />6
<br />WALL SIGN ALONG LATCH SIDE OF
<br />DOOR (OR NEAREST ADJACENT
<br />WALL) W/ CLEAR FLOOR SPACE OF
<br />18" x 18", CENTERED ON TACTILE
<br />CHARACTERS, PROVIDED BEYOND
<br />ARC OF DOOR SWING, TYP. PER
<br />2019 C.B.C. 11B-703.4.2
<br />DOOR SIGN, TYP.
<br />1. CHARACTER TYPE:
<br />CHARACTERS ON SIGNS SHALL BE RAISED 1/32" (0.794 MM) MINIMUM & SHALL BE SANS
<br />SERIF UPPERCASE CHARACTERS ACCOMPANIED BY BRAILLE (SEE NOTE #4 BELOW).
<br />2. CHARACTER SIZE:
<br />RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" (15.9 MM) & A MAXIMUM OF 2" (51
<br />MM) HIGH, BASED ON HEIGHT OF UPPERCASE LETTER "I". (2019 C.B.C. 11B-703.2.5)
<br />3. PROPORTIONS:
<br />VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE WIDTH OF
<br />UPPERCASE LETTER "O" IS 60% MINIMUM & 110% MAXIMUM OF HEIGHT OF UPPERCASE
<br />LETTER "I". STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF
<br />HEIGHT OF CHARACTER. (2019 C.B.C. 11B-703.2.4 & 11B-703.2.6)
<br />4. BRAILLE:
<br />CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN
<br />OTHER PORTIONS OF THESE STANDARDS. BRAILLE DIMENSIONS SHALL COMPLY WITH
<br />2019 C.B.C. TABLE 11B-703.3.1.
<br />MI
<br />N
<br />.
<br /> 0.
<br />3
<br />9
<br />5
<br />"
<br />MA
<br />X
<br />.
<br /> 0.
<br />4
<br />0
<br />0
<br />"
<br /> 0.100"
<br /> 0.300"
<br /> 0.
<br />0
<br />5
<br />9
<br />
<br />M
<br />I
<br />N
<br />.
<br /> 0.
<br />0
<br />6
<br />3
<br />
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<br />A
<br />X
<br />.
<br />0.
<br />0
<br />3
<br />7
<br />"
<br />
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<br />A
<br />X
<br />.
<br /> 0.
<br />0
<br />2
<br />5
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />BRAILLE DOT
<br />RAISED SECTION:
<br />ROUNDED DOT (ACCEPTABLE)
<br />SQUARE DOT (NOT ACCEPTABLE)
<br />BRAILLE CELL
<br />M. STEVEN
<br />CAMP
<br />C-18,407
<br />JUN. 30, 2025
<br />RENEWAL DATESTATEOFCALIFORNIA
<br />LICENSED A RCHITECTM. STEVEN
<br />CAMP
<br />C-18,407
<br />JUN. 30, 2025
<br />RENEWAL DATESTATEOFCALIFORNIA
<br />LICENSED A RCHITECT
<br />PROJECT ARCHITECT:
<br />PROJECT MANAGER:
<br />DRAWN BY:
<br />PROJECT NUMBER:
<br />All ideas, designs and plans indicated or represented
<br />by these drawings are owned by and are the property
<br />of Elements Architecture, Inc. and were created and
<br />developed for use in connection with the specified
<br />project. None of such ideas, designs, or plans shall
<br />be used for any purpose whatsoever without the
<br />written permission of Elements Architecture.
<br />Elements Architecture, Inc.
<br />PROJECT NAME:
<br />NO.DESCRIPTION DATE
<br />M. Steven Camp, AIA
<br />Scott Holland, AIA
<br />PROJECT ADDRESS:
<br />SHELLEY MACDONALD
<br />EA
<br />SHELLEY MACDONALD
<br />1/
<br />9
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />8
<br />:
<br />2
<br />3
<br />:
<br />1
<br />0
<br />
<br />A
<br />M
<br />21.105
<br />TENANT
<br />IMPROVEMENT
<br />(YOUTH ROOM)
<br />2909 DAIMLER STREET
<br />SANTA ANA, CA 92705
<br />A5.1
<br />SECTIONS & DETAILS
<br />COMPASS BIBLE CHURCH,
<br />TUSTIN SANTA ANA
<br />1/2" = 1'-0"2WALL SECTION
<br />12" = 1'-0"6INT. NON-LOAD-BEARING PARTITION SCHEDULE
<br />12" = 1'-0"7GYP. BD. FASTENER SCHEDULE
<br />DOOR NOTES
<br />1. PANIC HARDWARE SHALL BEINSTALLED WHEN OCCUPANT LOAD IS GREATER THAN 50, U.N.O.
<br />2. EXIT DOORS SHALL ONLY BE EQUIPPED W/ NO-KNOWLEDGE, SINGLE-ACTION HARDWARE.
<br />LOCKS THAT REQUIRE KEYS (SUCH AS DEAD BOLTS) OR ADDITIONAL ACTIONS TO OPERATE
<br />(SUCH AS MANUAL BOLTS) ARE NOT PERMITTED. (C.B.C. §1010.1.9, §1010.1.9.4, §1010.1.9.5)
<br />3. CHANGES IN LEVEL BETWEEN 1/4 IN. HIGH MIN. & 1/2 IN. HIGH MAX. SHALL BE BEVELED W/ A
<br />SLOPE NOT STEEPER THAN 1:2. (C.B.C. §11B-303.3)
<br />4. THRESHOLDS @ DOORWAYS SHALL NOT EXCEED 1/2" A.F.F. OR LANDING FOR OTHER DOORS.
<br />RAISED THRESHOLDS & FLOOR LEVEL CHANGES GREATER THAN 1/4" @ DOORWAYS SHALL BE
<br />BEVELED W/ SLOPE NOT GREATER THAN ONE UNIT VERT. IN TWO UNITS HORZ. (C.B.C. §
<br />1010.1.7)
<br />5. DOOR HARDWARE SHALL BE INSTALLED 34" MIN. & 44" MAX. A.F.F. (C.B.C. §1010.1.9.2 &
<br />11B-404.2.7)
<br />6. PROVIDE BACKING BEHIND ALL WALL-MOUNTED DOOR STOPS.
<br />7. FORCE OF PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN
<br />FIRE DOORS, SHALL NOT EXCEED 5 LBS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING
<br />& FOLDING DOORS, DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 LB. FORCE.
<br />(C.B.C. §1010.1.3)
<br />8. ALL DOORS W/ LATCH & LOCK SHALL HAVE SINGLE-ACTION LEVER HARDWARE WHICH
<br />RETRACTS BOTH LOCK & LATCH FROM EXIT SIDE W/ A SINGLE OPERATION. (C.B.C. §1008.1.9.5,
<br />ALTERNATE: PROVIDE A SIGN PER C.B.C. §1008.1.9.3)
<br />9. CONTRACTOR SHALL VERIFY CONDITION OF EXISTING EGRESS DOORS & MAKE ADJUSTMENTS
<br />&/OR REPAIR DOOR HARDWARE SO THAT DOORS COMPLY W/ REQS. OF C.B.C. §11B-404;
<br />INCLUDING DOOR THRESHOLD (C.B.C. §11B-404.2.5), DOOR HARDWARE (C.B.C. §11B-404.2.7),
<br />CLOSING SPEED (C.B.C. §11B-404.2.8), OPENING FORCE (C.B.C. §11B-404.2.9)
<br />DOOR HARDWARE
<br />(2)HINGES BB1279 4 1/2 X 4 1/2 NRP CLR HA
<br />1 STOREROOM LOCK 3480 ARC SFIC US26D HA
<br />1 SFIC CORE 3969 US26D HA
<br />1 CLOSER 5100 5124-PSHOSA ALM HA
<br />1 KICK PLATE 190S 10" X 2" LDW CSK US32D HA
<br />3" = 1'-0"8TYP. INTERIOR DOOR HEAD
<br />3" = 1'-0"9TYP. INTERIOR DOOR JAMB
<br />3" = 1'-0"10TYP. INTERIOR DOOR SILL
<br />3" = 1'-0"3SLIP TRACK
<br />3" = 1'-0"4PARTITION @ ROOF
<br />3" = 1'-0"5PARTITION @ FLOOR
<br />1/4" = 1'-0"1INTERIOR ELEVATION
<br />ARCHITECTURAL KEYNOTES
<br />## DESCRIPTION
<br />5.01 NEW INTERIOR NON-LOAD-BEARING FULL-HEIGHT PARTITION: 6" 25 GA. MTL STUDS AT
<br />16" O.C. MAX WITH ACOUSTIC BATT INSULATION FULL DEPTH OF STUD & 5/8" GYP. BD.
<br />BOTH SIDES
<br />8.01 NEW INTERIOR 3'-0" W X 8'-0" H DOOR & FRAME: 1 3/4" SCW WOOD WITH WOOD VNR
<br />FINISH & PAINTED H.M. FRAME TO MATCH EXISTING ADJACENT DOORS.
<br />9.01 ADJUST EXISTING FLOOR FINISH AT NEW PARTITION AS REQUIRED; PROVIDE NEW
<br />WALL BASE AT BOTH SIDES OF WALL TO MATCH EXISTING ADJACENT (MANUF: BURKE,
<br />PRODUCT: RUBBER MYTE TP, COLOR: ROCKY 660, HEIGHT: 2.5" - VERIFY)
<br />9.02 PROVIDE NEW PAINTED FINISH AT BOTH SIDES OF NEW PARTITION TO MATCH
<br />EXISTING ADJACENT (MANUF: SHERWIN WILLIAMS, COLOR: SW7022 ALPACA - VERIFY)
<br />23.02 NEW WALL-MOUNTED TRANSFER GRILLE PER MECHANICAL - INSTALL SOUND BOOT
<br />AND PROVIDE ACOUSTICAL CAULKING AT ALL PENETRATIONS. PAINT DEVICE IN
<br />COMPLETE TO MATCH ADJ. WALL FINISH
<br />3" = 1'-0"11ASSISTIVE LISTENING SIGNAGE
<br />3" = 1'-0"12MAX OCCUPANCY SIGNAGE
<br />3" = 1'-0"13TACTILE EXIT SIGNAGE
<br />1/2" = 1'-0"14SIGN MOUNTING
<br />12" = 1'-0"15SIGNAGE NOTES
<br />2909 S Daimler St
<br />4/16/2025
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